C7 - Geologic and Ground Water Considerations Flashcards

1
Q

figure 7-1 sa assignment na explanation

A

Storing, treating, or utilizing agricultural wastes and
nutrients at or below the ground surface has the potential to contaminate ground water

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2
Q

covers all natural and processed soil and rock materials

A

geologic material or earth material

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3
Q

Common examples of this property include mineral composition, grain size, consistency, color, hardness
(strength), weathering condition, porosity, permeability, and unit weight.

A

material properties

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4
Q

refers to the orientation and deformation
characteristics, such as faults and joints.

A

Geologic structure

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5
Q

is formed primarily in limestone terrain
and characterized by solutionally widened joints,
sinkholes, and caves.

A

Karst
topography

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6
Q

include
discontinuities that are distinct breaks or abrupt
changes in the mass.

A

mass properties

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7
Q

include fractures of
all types that develop sometime after a soil or rock
mass has formed.

A

Structural discontinuities

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8
Q

common example of
a stratigraphic discontinuity

A

soil/bedrock interface

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9
Q

All water beneath the surface of the Earth is called
___

A

underground water, or subsurface water

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10
Q

Underground water occurs in two primary zones: an upper zone of aeration called the ___

A

vadose or unsaturated zone, and a
lower zone of saturation called the phreatic or saturated zone.

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11
Q

contains both air and
water in the voids

A

vadose zone

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12
Q

where all
interconnected voids are filled with water

A

saturated zone

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13
Q

the only underground water available
for wells and springs

A

ground water

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14
Q

Water in this zone
is available for transpiration by plants or direct evaporation.

A

vadose zone

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15
Q

Water in this zone cannot move back up to the soil-water zone by capillary action.

A

intermediate zone

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16
Q

This zone occurs in fine to medium
grained soils and in rocks with fractures less than 1/8
inch wide.

A

saturated zone

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17
Q

Water in the___ is under less
than atmospheric pressure.

A

capillary fringe

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18
Q

is a geologic unit capable of storing and
conveying usable amounts of ground water to wells orsprings

A

aquifers

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19
Q

include sand and gravel alluvial
deposits on flood plains of perennial streams; glacial
outwash; coarse-grained, highly porous, or weakly
cemented sedimentary rocks (some sandstones and
conglomerates); and karst topography

A

Productive aquifers

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20
Q

Some unconfined aquifers result in flowing artesian
wells. This occurs when the water table locally rises
above the ground surface. ____ is the primary
control on most flowing wells in major valley bottoms.

A

Topography

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21
Q

is overlain by a confining layer of
lower permeability

A

confined aquifer

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22
Q

well in a confined aquifer that has higher than atmospheric
pressure is called an __.

A

artesian well

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23
Q

is the level to which ground water
rises in a tightly cased well penetrating a confined
aquifer

A

potentiometric
surface

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24
Q

are typically remote from any
given well location.

A

Recharge areas

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25
is a local zone of unconfined ground water occurring at some level above the regional water table.
perched aquifer
26
is defined as the ratio of the volume of voids to the total volume of a soil or rock mass, expressed as a percentage.
porosity
27
refers to openings formed at the same time the material was formed or deposited.
primary porosity
28
refers to openings formed after initial deposition or formation of a material. Processes that create secondary porosity include physical weathering (freeze-thaw, wetting and drying, heating and cooling), chemical or biological action, and other stresses that produce fractures and joints.
secondary porosity
29
is the ratio of the volume of water that an unconfined aquifer (soil or rock) releases by gravity drainage to the volume of the soil or rock mass.
specific yield
30
engineering geology considerations in planning
corrosivity location of water table depth to rock stability for embankment and excavated cut slopes excavability seismic stability dispersion permeability puncturability settlement potential shrink/swell topography availability and suitability of borrow material Presence of abandoned wells and other relics of past use
31
are those in which the clay fraction is or may become deflocculated or disaggregated
dispersed soils
32
refers to rate at which water flows through a material.
Permeability or hydraulic conductivity
33
may allow the time needed for transformation and plant uptake of nutrients while soils with high permeability may leach contaminants
Soils with lower permeability
34
is the ability of foundation materials to puncture a flexible membrane liner or steel tank.
Puncturability
35
Angular rock particles greater than 3 inches in diameter in contact with a tank may cause __
denting or puncturing.
36
Angular particles greater than 0.5 inch can be __.
a puncture hazard to plastic and synthetic rubber membranes
37
Monolithic structures are designed to behave as a structural unit
Monolithic structures
38
A foundation is susceptible to differential settlement if underlain by zones, lenses, or beds of widely different soil types with boundaries that change abruptly either laterally or vertically.
Abrupt, contrasting soil boundaries
39
Layers or zones greater than 1 foot thick consisting of soft clays and silts, peat and organic-rich soil (OL and OH in the Unified System), and loose sands may settle excessively when loaded by an embankment or concrete structure.
Compressible soil
40
Structures located in areas of active or abandoned underground mining or areas that have a high rate of ground water withdrawal can have problems resulting from settlement of the material.
Weak foundations
41
Differential settlement of embankments may occur on abutment slopes steeper than 1 horizontal to 1 vertical. Adequate compaction is difficult to achieve on steep slopes. Settlement cracks may occur in the fill in the area where the base of a steep abutment joins the flood plain.
Steep abutments
42
A foundation may settle if underlain by normally consolidated soil materials over a highly irregular, shallow bedrock surface or other uneven, unyielding material. As a rule, consider a foundation problematic if, in the foundation area, the difference between maximum and minimum thicknesses of the overlying compressible soil above an uneven rock surface divided by the maximum observed soil thickness is greater than 25 percent. This is expressed as "Problem foundation" when [100 (max. depth – min. depth/max.depth)]>25%
Uneven rock surface
43
This soil is common especially in the western continental States. It has low density and low water content and formed in windblown silts and fine sands and rapidly deposited alluvial fans. This soil may undergo large, sudden settlement when it becomes saturated after loading by a structure built on it.
Collapsible soi
44
Soil containing montmorillonite clay may undergo substantial changes in volume when ___
saturated
45
may serve as aquifer recharge areas, and valley bottoms, marshes, and lowlands as ground water discharge areas.
uplands
46
is formed on limestone, gypsum, or similar rocks by dissolution and is characterized by sinkholes, caves, and underground drainage.
Karst topography
47
must meet gradation, plasticity, and permeability requirements for its intended use and be in sufficient quantity to build the component
borrow
48
increases the opportunity for attenuation of contaminants because of its cation exchange capacity and its affect of reducing permeability.
Increased clay content
49
hold a negative charge that gives them the capacity to interchange cations in solution
Clay particles
50
has a very low permeability
clay
51
refers to the vertical distance through which a contaminant must pass to reach the top of an aquifer.
depth
52
The greater the ____between the source of the contamination and a well, spring, or other ground water supply, the greater the time of travel will be.
horizontal distance
53
The greater the __, the greater opportunity for attenuation of contaminants.
travel time
54
moves primarily from topographically higher recharge areas down gradient to withdrawal areas at lower elevations
Unconfined ground water
55
is a material property that is determined by laboratory analysis, but is also commonly determined as a mass property through field testing
permeability
56
a mass property of an aquifer that is determined through field testing, such as pump tests or slug tests. It is commonly known as permeability and is the rate of flow (L/t) of water through an aquifer
Hydraulic conductivity
57
is the energy of a water mass produced mainly by difference in elevation, velocity, and pressure, expressed in units of length or pressure
Hydraulic head
58
is the change in hydraulic head per unit distance of flow in a given direction and is expressed in units of length (elevation) per length (distance).
Hydraulic gradient
59
is a function of the hydraulic gradient.
Ground water velocity
60
is the study of the occurrence, movement, and quality of underground water.
Hydrogeology